{"title":"核反应堆建筑抗震设计的模型分析","authors":"Isao Toriumi","doi":"10.1016/0369-5816(65)90086-4","DOIUrl":null,"url":null,"abstract":"<div><p>An experimental study on the response of a nuclear reactor building under earthquake loading was done by model testing on a random shaking table and a field test by blasting in order to get some data for aseismic design. In the case in which the basement is founded on firm rock, the lobar modes with natural frequency 3 ∼ 4 c/s are predominant at the container shell and the outer concrete shield.</p></div>","PeriodicalId":100973,"journal":{"name":"Nuclear Structural Engineering","volume":"2 3","pages":"Pages 301-305"},"PeriodicalIF":0.0000,"publicationDate":"1965-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0369-5816(65)90086-4","citationCount":"4","resultStr":"{\"title\":\"Model analysis of aseismic design of a nuclear reactor building\",\"authors\":\"Isao Toriumi\",\"doi\":\"10.1016/0369-5816(65)90086-4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>An experimental study on the response of a nuclear reactor building under earthquake loading was done by model testing on a random shaking table and a field test by blasting in order to get some data for aseismic design. In the case in which the basement is founded on firm rock, the lobar modes with natural frequency 3 ∼ 4 c/s are predominant at the container shell and the outer concrete shield.</p></div>\",\"PeriodicalId\":100973,\"journal\":{\"name\":\"Nuclear Structural Engineering\",\"volume\":\"2 3\",\"pages\":\"Pages 301-305\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1965-09-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0369-5816(65)90086-4\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Nuclear Structural Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/0369581665900864\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Nuclear Structural Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0369581665900864","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Model analysis of aseismic design of a nuclear reactor building
An experimental study on the response of a nuclear reactor building under earthquake loading was done by model testing on a random shaking table and a field test by blasting in order to get some data for aseismic design. In the case in which the basement is founded on firm rock, the lobar modes with natural frequency 3 ∼ 4 c/s are predominant at the container shell and the outer concrete shield.
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